Corners Bearing N28D16'W Distance 1-2 55m 2-3 79D21'E 30m 3-4 S63D26'E 60m 4-1 S69D34'W 63m COMPUTATION OF THE INTERIOR ANGLE.

Q: 4-2. What is the angle included between the two lines? Ans. a. 76° 21' 16" b. 103° 38' 44" c. 76°…

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Q: 777 TTI

A: static indeterminacy : When the static equilibrium equations - force and moment equilibrium…

Q: Two intersecting lines A-B and C-D have azimuths A-B= 45deg. 33' 45", C-D= 309deg 11'20". What is…

A: The azimuth of line AB is 45deg 33'45" and the azimuth of line CD is 309deg11'20", Line AB and CD…

Q: Q7: A level instrument at a height of 1.320 m has been placed at a station having a Reduced Level…

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Q: situation 2] Given the following technical description of a closed traverse, Length, m 255.75 Course…

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Q: From the given data below Lines Distance (m) Bearing АВ 529.60 N48-20E ВС 592.00 N87-00E CD 563.60…

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Q: Missing data Length Bearing АВ 102.84 N 54d 47m E BC ? S 44d 46m E CD 77.25 S 54d 21m W

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Q: S 54°58'58" E N 45°55'21" E 382.24' A S 68°05'27" W 472.72' 276.48' N 19°46'15" W 216.12'

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Q: DISTANCES 110.8 m BEARING N 32°27' E 83.6 m S 8°51' W 126.9 m S 72021 W

A: course Bearing  (QB) Bearing (QB) Distance  (m) AB N32° 27'E 32° 27 ' 110.8 BC ? 0 83.6…

Q: Situation 6. Given the following tabulated data for a closed traverse in which the length of DE and…

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Q: Draw the longitudinal section ( profile) of the leveling process if vou know that the elevation of…

A: Assumptions:(1)- Since No Specific angle/Bearing is Given , so we are Considering The Offset as a…

Q: Q3) In closed traverse ABCD show below:- 1-Correct the External angles if the instrument accuracy…

A: Given data  The bearing of Line AB θAB=120°  The external angle at A, θAE=272°47'15" The external…

Q: Truss 2KN and 60 degrees

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Q: Closed Traverse 65 13 95 19' B D 216 19 67 06' E 96 03 A Determine the following: 1. back azimuth of…

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Q: 20 N Given the space force below, what is the angle that it makes with the +z-axis? 8 N I0 N O A.…

A: Given Data:- Fx= -8 N Fy= 20 N Fz= 10 N

Q: SOLVE FOR THE ANGLES: N.20 25 50"W S.20° 25' 50"W. S.52 21' 30"W. S.85 30' 16"E. + S.69 59' 10"W.…

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Q: Distance from Course (d) North (in meters) unknown 57° 55' 373.06 320° 0' АВ ВС CD| 952.75 | 256°…

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Q: STATIONING PC PT PC2 PCC PT2 PC3 PRC PT3 END

A: Station of end point of curve = Station of starting point of curve + Length of curve Stationing is…

Q: Find out the  Difference of F.B and B.B  Correction  Corrected F.B & B.B  Include angle …

A: The given data is as follows: Line Length (m) Fore Bearing Back Bearing AB 123.159 97°30'…

Q: 1) Find, the unknowns ("aaa" through "Beg") in the table of closed traverse starting from BM and…

A: Rise and fall are the value equal to the difference in reduced levels between the two consecutive…

Q: Q3/ from the travers below find; A; the interior angles (F, G, H,J, K) B; bearing direction of ( FG,…

A: Given data  Bearings To find Angles Directions

Q: HI = 1.496 ELEVATION OF PT A: = 200 K= 99 HAIR READING VERT. STADIA DISTANCE STA. OCC| STA. OBS…

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Q: 80°17 E A COURSE DIST. BEARING A-B 2. From the closed compass traverse shown, if the forward bearing…

A: To Determine :- LEC  ( linear error of closure) RP ( Relative  precision)

Q: A load P will be supported by a structure consisting of a rigid bar ABCD, a polymer [E = 2,300 ksi;…

A: ##Calculate the normal force in.     bar 1 when rigid bar ABCD connected to bar 1 and bar 2 due to…

Q: 7 Line AB BC CD DE EA Dist. 55.70 55.50 36.30 58.10 47.40 AZIMUTH-NORTH forward 115-30 32-10 327-06…

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Q: Calculate the bearing of line P-O. Ans.: S N77° 19'21'E Rored azimuth 113° 10'54" 47° 44'46" Q…

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Q: From the following closed traverse. Compute the distance of the missing side * LINES AZIMUTH…

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Q: Line Azimuth Bearing N48°30'W N77°00'E S55°00'W Distance 131 30 257°00 1-2 81.00 m 2-3 66.00 m 3-4…

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Q: of

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Q: How was the sum of  angles received? How was the closure error calculated?

A: Given: 3 angles of a triangle  Required: Calculate sum of measured angle and also find closure error…

Q: W H 312° 45'00" - S50° 30'00"W N O S N80° 20'00"E 132° 50'00" G F E

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Q: From the given data of a closed traversed, Line Bearing Distance AB S. 8deg. 51' W. 126.90m. BC…

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Q: AB N I 1 15°19'27" / OBC -DE OEA OCD AB = 87° 50'17" OBC= 78°53'09" OCD 120° 47'17" DE-69°32'42.5"…

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Q: +he quadrilateral measured by tape:. MEA SURING ANGLES TAPE. In ABCD WITH shown in Fig. I1-18, the…

A: Given All the length of sides of the Traverse (quadrilateral) and diagonal.  To find All the angles…

Q: 13. Given the following data from a balanced traverse, find the area of the traverse by DMD method.…

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Q: Determine degree of external indeterminacy

A: Given data : Number of external support reaction (R)=3+3+3=9

Q: 7. Determine whether the planes are parallel, orthogonal, or neither. 4x - 20y – 4z = 8 3x - 15y –…

A: If theta = 00 or 180⁰ : planes are parallel     theta = 90⁰          : planes are perpendicular

Q: 1 Give the azimuths of the lines AB, BC, CD, and DA shown in Figure P7-1. North is zero.

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Q: A closed traverse has the following data: Course Bearing Distance 1-2 N9.27deg.E 58.7m. 2-3 S 88.43…

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Q: Compute the distance of the missing side LINE BEARING DISTANCE AB Due North 100 m BC Due East 20 m…

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Q: The table below shows the field measurements for a traverse A. B.C.D.E. if the Azimuth of AB = 290"…

A: The given data is: The azimuth of line AB=290° Coordinates of point A=(1000,1000) Calculating the…

Q: Required to find: Tabulate the computed values accordingly. Length, Calculated Bearing LATITUDE…

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Boundary Surveys

A boundary survey is a property survey used to measure the perimeter of any property to locate the boundary line. Only after deciding the boundary, the area of a property can be computed. Bases on the area, the land can be subdivided, sold or any building can be constructed on the land. The property corners are first marked with any type of markers, such as rebar, metal survey markers, pipe, or wooden flags, and are then labeled for identification. The markers should be visible from all sides of the property to ensure optimum visibility. Any paint that assures visibility is used to indicate the boundaries in between the corner points. The procedure of delineating property lines must adhere to legal description and guidelines and it is an important part of the land registration system. This type of surveying is also called cadastral surveying.